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I <br />I <br />-17'OFFRIDGE VENT 4'OFFRIDGE VE <br />12 12 <br />5 <br />3 TAB SHINGLES. ROOF <br />INSTALLED AS PER MANUF. <br />SPECIFICATIONS <br />— - - - - - - - - - - - <br />-------------- <br />EXTENDED <br />OVERHANG TO BE <br />CENTERED ON DOOR--/ <br />TEXTURED <br />CEMENTITIOUS <br />FINISH ON C.M.U. <br />(TYP.) <br />REAR ELEVATION - B1 <br />4'RIDGE VENT <br />12 <br />77' <br />5 <br />3 TAB SHINGLES. ROOF 5 <br />INSTALLED AS PER MANUF. <br />18'RIDGE VENT <br />SPECIFICATIONS <br />T.O.M. <br />SCALE: 1/4"=1'-0" <br />T.O.M. <br />HDR <br />L F.FL. <br />9 <br />bD <br />co <br />(D <br />HDRHGT -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br />V-01, <br />TEXTURED <br />CEMENTITIOUS TEXTURED <br />FINISH ON C.M.U. CEMENTITIOUS <br />C? (TYP.) FINISH ON C.M.0 <br />Zo (TYP.) <br />J F.FL . . . . . . . . . . . . A A <br />RIGHT ELEVATION - B1 <br />SCALE: 1/4"=V-0" <br />General Notes <br />ROOF CRITERIA: <br />0 12" OVERHANG U.N.O. <br />0 PLUMB CUT FASCIA ROOF <br />0 PITCH PER ELEVATION <br />**G.C. VERIFY ROOF PITCH" <br />ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE <br />CONTRACTORS RESPONSIBILITY TO VERIFY <br />ROOF SLOPE REQUIREMENTS WITH TRUSS <br />MANUFACTURER. <br />"ELECTRICAL SPECIFICATION NOTES" <br />ELECTRICAL CONTRACTOR MUST VERIFY WITH <br />THE SPECIFICATIONS FOR THE TYPE OF FIXTURE <br />TO BE USED. LIGHT FIXTURES SHOWN ARE FOR <br />LOCATION PURPOSES. <br />Exterior Covering <br />R703.7 Exterior Plaster. <br />Installation of these materials shall be in compliance with ASTM <br />C926 and ASTM C1063, or ASTM C1787 and the provisions of <br />this code. <br />R703.7.1 Lath. <br />Lath and Lath attachments shall be of corrosion -resistant <br />materials. Expanded metal or woven wire lath shall be attached <br />with 1-1/2" long, 11 gage nails having <br />a 7/16" head, or 1-1/2" long, 16 gage staples, spaced in <br />accordance with ASTM C1063 or C1787, or as otherwise <br />approved. <br />R703.7.2 Plaster. <br />Plastering with cement plaster shall be not less than three coats <br />where applied over any type of code -approved lath and shall be <br />not less than two coats where directly applied over masonry, <br />concrete, clay brick, stone, or tile. If the plaster surface is <br />completely covered by veneer or other facing material or is <br />completely concealed, plaster application need be only two coats, <br />provided total thickness is as set in Table R702. 1 (1). <br />Cement plaster shall be in accordance with ASTM C926 and <br />material shall be in accordance with one of the types listed in <br />R703.7.2. <br />R703.7.3 Water -Resistive Barriers. <br />Water -resistive barriers shall be installed as required in Section <br />R703.2 and, where applied over wood -based sheathing, shall <br />include a water -resistive vapor -permeable barrier with a <br />performance at least equivalent to two layers of Grade D paper. <br />The individual layers shall be installed independently such that <br />each layer provides a separate continuous plane and any flashing <br />(installed in accordance with Section R703.4) intended to drain to <br />the water -resistive barrier is directed between the layers. <br />R703.2 Water -Resistive Barrier. <br />One layer of No. 15 asphalt felt, free from holes and breaks, <br />complying with ASTM D226 for Type 1 felt or other approved <br />water -resistive barrier shall be applied over studs or sheathing of <br />all exterior walls. No. 15 asphalt felt shall be applied horizontally, <br />with the upper layer lapped over the lower layer not less than 2 <br />inches. Where joints occur, felt shall be lapped not less than 6 <br />inches. Other approved materials shall be installed in accordance <br />with the water -resistive barrier manufacturer's installation <br />instructions. The No. 15 asphalt felt or other approved <br />water -resistive barrier material shall be continuous to the top of <br />walls and terminated at penetrations and building appendages in <br />a manner to meet the requirements of the exterior wall envelope <br />as described in Section R703. 1. <br />R703.4 Flashing. <br />Approved metal flashing, vinyl flashing, self -adhered membranes <br />and mechanically attached flexible flashing shall be applied <br />shingle -fashion or in accordance with the manufacturer's <br />instructions. Metal flashing shall be corrosion resistant. <br />Fluid -applied membranes used as flashing shall be applied in <br />accordance with the manufacturers instructions. All flashing shall <br />be applied in a manner to prevent the entry of water into the wall <br />cavity or penetration of water to the building structural framing <br />components. <br />Self -adhered membranes used as flashing shall comply with <br />AAMA 711. All exterior fenestration products shall be sealed at <br />the juncture with the building wall with a sealant complying with <br />AAMA 800 or ASTIVI C920 Class 25 Grade NS or greater for <br />proper joint expansion and contraction, ASTM C1281, AAMA 812, <br />or other approved standard as appropriate for the type of sealant. <br />Fluid -applied membranes used as flashing in exterior walls shall <br />comply with AAMA 714. The flashing shall extend to the surface <br />of the exterior wall finish. <br />Approved flashings shall be installed at the following locations. <br />• Exterior window/door openings. <br />• Intersection of chimneys or other masonry construction with <br />frame walls. <br />• Under and at the ends of masonry, wood or metal copings <br />and sills. <br />• Continuously above all projecting wood trim. <br />• Where exterior porches, decks or stairs attach to a wall or <br />floor assembly of wood -frame construction. <br />• At wall and roof intersection. <br />• At Built-in gutters. <br />Coastal Flashings <br />All flashing material for coastal locations (ex: within 3,000 feet of the <br />ocean) shall be corrosion resistant material (ex: zinc and/or stainless <br />steel) and shall be selected for compatibility with adjacent wood <br />preservatives per the manufacturer's recommendations. <br />2! <br />x.EWK(:), <br />N S,�'* <br />A <br />- ��+Z <br />1510 00, <br />A <br />41Z <br />% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />ij <br />W <br />E <br />8 <br />C0 <br />C, <br />04 0) <br />0 <br />02 00 <br />it W <br />t-� �? <br />04 0 <br />- a. <br />u_ CL <br />LL U_ <br />LU <br />Z <br />r) <br />00: <br />_r_ Co <br />— -F, CZJ <br />0 <br />M .J <br />W <br />W <br />:3 <br />0 <br />U) <br />M M <br />LL <br />Lo Cl) Z <br />X D 0 <br />0 <br />C14 <br />< <br />00 <br />L) _j <br />Z <br />W <br />[,7 1' 7 1 <br />(D mn !�2 <br />W <br />V) <br />.2 <br />u- <br />4-J �F <br />LLJ a. <br />0 <br />M <br />V) <br />U) <br />E <br />0 <br />C_ U) <br />0 <br />N <br />F- <br />CC) <br />CMO <br />co <br />Z <br />Z <br />< <br />LL_ <br />C6 <br />CL 0 <br />E <br />� <br />0 <br />Z <br />< <br />Z a <br />y <br />0 <br />CL <br />0 <br />'0 <br />0 <br />Z <br />CD E <br />CN <br />t <br />� 0 <br />< Z <br />0 <br />H--Z <br />no <br />C: <br />< <br />'0 <br />0 <br />Z <br />Z <br />Z <br />0 <br />0� <br />ZZ <br />U <br />W <br />-Z <br />C> <br />6 <br />E <br />0� <br />.0 C:) <br />_J <br />cc <br />00 <br />0 <br />> <br />> <br />2 <br />(0 <br />C <br />C <br />0 <br />E <br />L_ 04 <br />co 0 <br />Lo <br />M: CN <br />U <br />U-) <br />00 <br />CN <br />E <br />0 <br />W <br />Z <br />:3 <br />E <br />2 <br />cc <br />C <br />ca <br />E <br />0 0 <br />'a cc <br />< 0 1 <br />(D <br />_J <br />JOB <br />NO: <br />21-2029 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />3.2 <br />